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% %% Jose Antonio Abell Mena provided this for DSL descriptions
% % (used in a file _Chapter_SoftwareHardware_Domain_Specific_Language_English.tex
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%  \usetheme{Antibes}  % ima sadrzaj gore i kao graf ...
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%      Site Specific Dynamics of Structures: 
%From Seismic Source to 
%the Safety of Occupants and Content


\title[Verification for the Real ESSI Simulator]
      {Verification for the Real ESSI Simulator}


%\subtitle
%{Include Only If Paper Has a Subtitle}

%\author[Author, Another] % (optional, use only with lots of authors)
%{F.~Author\inst{1} \and S.~Another\inst{2}}
% - Give the names in the same order as the appear in the paper.
% - Use the \inst{?} command only if the authors have different
%   affiliation.
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\pgfdeclareimage[height=0.7cm]{lbnl-logo}{/home/jeremic/BG/amblemi/lbnl-logo}


\author[Jeremi{\'c} et al.] % (optional, use only with lots of authors)
%{Boris~Jeremi{\'c}}
{Feng, Abell, Sinha, Yang, Behbehani, Orbovi{\'c}, McCallen, Jeremi{\'c}}

%\institute[Computational Geomechanics Group \hspace*{0.3truecm}
\institute[\pgfuseimage{university-logo}\hspace*{0.1truecm}\pgfuseimage{lbnl-logo}] % (optional, but mostly needed)
%{ Professor, University of California, Davis\\
{UCD, CNSC, LBNL}
% - Use the \inst command only if there are several affiliations.
% - Keep it simple, no one is interested in your street address.


\date[] % (optional, should be abbreviation of conference name)
{\small SMiRT24\\
        Busan, Republic of Korea}

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% Structuring a talk is a difficult task and the following structure
% may not be suitable. Here are some rules that apply for this
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% - At *most* three subsections per section.
% - Talk about 30s to 2min per frame. So there should be between about
%   15 and 30 frames, all told.

% - A conference audience is likely to know very little of what you
%   are going to talk about. So *simplify*!
% - In a 20min talk, getting the main ideas across is hard
%   enough. Leave out details, even if it means being less precise than
%   you think necessary.
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%   just say so once. Everybody will be happy with that.



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\section{Introduction}




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\subsection*{Motivation}



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%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Goal}

\begin{itemize}



%\vspace*{0.3cm}
  \item[]  Improve  seismic  modeling  and  simulation  for  infrastructure objects
 

% \vspace*{2mm}
%  \item[]  Expert numerical modeling and simulation tool

\vspace*{2mm}
  \item[]  Use of high fidelity numerical models to analyze seismic behavior
  of soil structure nuclear facilities


\vspace*{2mm}
  \item[]  Reduction  of modeling uncertainty, ability to perform high(er) level
  sophistication modeling and simulation


\vspace*{2mm}
  \item[]  Accurately   follow  the  flow   of  seismic  energy  in  a
  soil structure system


\vspace*{2mm}
  \item[]  



% \vspace*{1mm}
%   \item[]   The  goal is to create methodology and numerical tool that is used to 
%   predict and inform and not to fit
% 


%\vspace*{1mm}
%  \item[]   Directing,   in   space   and   time,   seismic  energy  flow  in  the
%  soil structure system



\end{itemize}
\end{frame}
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% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% \begin{frame}
%   \frametitle{Seismic Hazard, World}
% 
% 
% \vspace*{-3mm}
% \begin{figure}[!hbpt]
% \begin{center}
% %
% \includegraphics[width=11truecm]{/home/jeremic/tex/works/Conferences/2017/CompDyn2017/Present_PLENARY/worldseismap.png}
% %
% \end{center}
% \end{figure}
% 
% \end{frame}
% 


     
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\begin{frame}
\frametitle{V \& V Motivation}



\begin{itemize}


%\vspace*{0.5cm}
\item How much can (should) we trust  model implementations (verification)?

%\vspace*{0.5cm}
\item How much can (should) we trust numerical simulations (validation)?

%\vspace*{0.5cm}
\item How good are our numerical predictions?

%\vspace*{0.5cm}
\item    Can      simulation  tools  be used for improving safety and economy?

%   \vspace*{2.0truecm}
   \item  V  \&  V  procedures  are  the  primary means of assessing accuracy in
   modeling and computational simulations

%   \vspace*{1.0truecm}
   \item  V  \&  V  procedures  are the tools with which we build confidence and
   credibility in modeling and computational simulations




%\vspace*{2.5cm}
%\item How do we  use experimental simulations   to improve models




\end{itemize}




\end{frame}


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Predictive Capabilities}
\begin{itemize}
    
    



     \item  {{  Verification:}  provides  evidence  that  the  model is solved
     correctly.} Mathematics issue.  Well developed 
     for the Real ESSI Simulator.

\vspace*{4mm}
     \item  {{  Validation:}  provides  evidence  that  the  correct  model is
     solved.} Physics issue. Work in progress, US-DOE project. 
        
\vspace*{4mm}
   \item {  Prediction:}  use  of  computational  model
   to  foretell  the  state  of  a  physical  system  under  consideration under
   conditions for which the computational model has not been validated.
  
%   \item {  Prediction under Uncertainty}:  use  of  computational  model
%   to  predict  the  state  of SSI system under
%   conditions for which the computational model has not been validated.
% 
% 
%   
% \vspace*{1mm}
%    \item  Modeling  and  parametric uncertainties are always present, need to be
%    addressed 
% 
% %\vspace*{1mm}
% %   \item Predictive capabilities with {low Kolmogorov Complexity}
% %
% 
% \vspace*{1mm}
%      \item Goal: Predict and Inform and rather than (force) Fit
% 
% 



\end{itemize}
\end{frame}



   
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% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Role of Verification and Validation}
% 
% 
% 
% \begin{figure}[!h]
% \begin{center}
% \hspace*{-2cm}
% %{\includegraphics[width=5.0cm]{/home/jeremic/tex/works/Conferences/2012/ASME_V_and_V_symposium/presentetation/RoleVV_NEW_knowledge.pdf}}
% {\includegraphics[width=5.0cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/RoleVV_NEW_knowledge.pdf}}
% %{\includegraphics[width=6.5cm]{/home/jeremic/tex/works/Conferences/2011/USNCCM11_Minneapolis/Coupled/Present/VandV_ODEN.jpg}}
% {\includegraphics[width=6.5cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/VandV_ODEN.jpg}}
% \hspace*{-2cm}
% \end{center}
% \end{figure}
% 
% {Oberkampf et al. \hspace*{4cm}  Oden et al.}
% %
% %\item Models available (some now, some later)
% %\vspace*{-2.0cm}
% 
% %
% %\item Models available (some now, some later)
% %\vspace*{-2.0cm}
% \end{frame}
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
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\begin{frame}
  \frametitle{Fundamentals of Verification and Validation}



%--


\begin{figure}[!h]
% \vspace*{-0.5cm}
\hspace*{-8mm}
%\begin{center}
%{\includegraphics[width=11cm]{/home/jeremic/tex/works/Conferences/2005/OpenSeesWorkshopAugust/DeveloperSymposium/VerifValidFund01.pdf}}
{\includegraphics[width=12cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/VerifValidFund01.pdf}}
%\end{center}
\end{figure}


\end{frame}


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\begin{frame}
\frametitle{Important Sources}



\begin{itemize}




%\item {\it  Short Course on Verification and Validation in
%Computational Mechanics}, by {\sc Dr. William Oberkampf}, Sandia National Laboratories
%July 27th, 2003, Albuquerque, New Mexico.

\item
{\sc W.~L. Oberkampf, T.~G. Trucano, and C. Hirsch.}
Verification, validation and predictive capability in computational
  engineering and physics.
In {\em Proceedings of the Foundations for Verification and
  Validation on the 21st Century Workshop}, pages 1--74, Laurel, Maryland,
  October 22-23 2002. Johns Hopkins University / Applied Physics Laboratory.
%{\href{http://sokocalo.engr.ucdavis.edu/~jeremic/UsefulReadings/Oberkampf-Trucano-Hirsch.pdf}
%{PDF available here}}


\item
{\sc P.~J. Roache.}
 {\em Verification and Validation in Computational Science and
  Engineering}.
Hermosa publishers, 1998.
ISBN 0-913478-08-3.
%


\item Material from {\it Verification and Validation in Computational Mechanics}
web site \texttt{http://www.usacm.org/vnvcsm/} at the USACM.




\end{itemize}




\end{frame}


% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 
% 
% 












  
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\section{Verification}
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%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\subsection{Overview, Verification for Real ESSI} 


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Verification}

\begin{itemize}

\item   Source code management
\item   Source code verification

\item  Constitutive problems
\item   Static and dynamic behavior of single phase solids
\item       Static  and dynamic behavior of fully and partially saturated, fully
coupled, porous solid - pore fluid problems
\item   Static and dynamic behavior of structural elements
\item            Static    and    dynamic    behavior    of   special   elements
(contacts/gap-frictional/dry-saturated, isolators/dissipators)
\item   Static and dynamic FEM soln. advancement algorithms
\item   Seismic wave propagation problems
\item Model verification, hierarchy of models
%\item   Static and Dynamic Behavior of Soil-Structure-Interaction

\end{itemize}

\end{frame}



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\begin{frame}
 \frametitle{Constitutive Integration Verification}


\begin{itemize}

  \item Asymptotic regime of convergence

  \item Richardson extrapolation

  \item Grid convergence index

\end{itemize}


 \begin{center}
 \begin{figure}[!htbp]
\vspace*{-3mm}
 \includegraphics[width=5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/asymptotic_regime.pdf}
 \includegraphics[width=3.5truecm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/asymptotic_nonassociate.pdf}
\\
 \includegraphics[width=3.0truecm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/error-map/DPAF_implicitErrMap.pdf}
 \includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/GCI/NonAssociate.pdf}
\vspace*{-3mm}
 \end{figure}
 \end{center}








\end{frame}







% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
%  \frametitle{Seismic Energy Input and Dissipation}
% 
% \begin{itemize}
% 
% \vspace*{1mm}
%      \item[] Seismic energy input, through a closed boundary (DRM)
% 
% 
% \vspace*{4mm}
%      \item[] Mechanical dissipation outside SSI domain:
%        \begin{itemize}
%          \item[] Reflected wave radiation
%          \item[] SSI system oscillation radiation
%        \end{itemize}
% %\vspace*{1mm}
%      \item[] Mechanical dissipation/conversion inside SSI domain:
%        \begin{itemize}
%          \item[] Inelasticity of soil and contact zone
%          \item[] Inelasticity/damage of structure and foundation
%          \item[] Viscous coupling of fluids and  soils and structure
% % %         \item[] potential and kinetic energy
% %          \item[] potential $\leftarrow \! \! \! \! \! \! \rightarrow$ kinetic energy
%        \end{itemize}                           
% 
% 
% 
% %\vspace*{1mm}
% %   \item[] Numerical energy dissipation (numerical damping/production and period  errors)
% %   \item[] Numerical energy dissipation (damping/production)
%    \item[] Numerical energy dissipation/production
% 
% 
% \end{itemize}
% 
% %
% \end{frame}
% %  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% 


 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 
\frametitle{Energy Dissipation Verification: \\ Plastic Work $\neq$ Plastic Dissipation}
 
%\begin{itemize}
%\item Negative incremental energy dissipation
%\item Plastic work is NOT plastic dissipation
%\end{itemize}
 
\begin{figure}[!H]
\begin{center}
\includegraphics[height=4.5cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_06June2017/DOE_Annual_2017/Figures/Negative_Dissipation_Problem.png}
\end{center}
\end{figure}
 
 \vspace*{-2mm}
\begin{itemize}

\item[] Direct violation of the second law of thermodynamics

%\vspace*{3mm}
\item[] 600 papers since 1990 (!?!) repeat this error

% \vspace*{3mm}
% \item[] Important form of energy missing: {Plastic Free Energy}
% 
% \vspace*{3mm}
% \item[] First described by Taylor and Quinney in 1934! 
% 
% \vspace*{3mm}
% \item[] Plastic Work vs. {Plastic Energy Dissipation}


%\vspace*{4mm}
%\item[] However it seems to be forgotten

\end{itemize}


\end{frame}
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%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Dynamic Time Stepping Verification}

%\footnotesize
Based  on  the  amplification  matrix ${\bf A}$,  to  calculate the analytical solution of
damping ratios and period shift.

Example: Hilber-Hughes-Taylor $\alpha=-0.1$

\begin{figure}
\hspace*{-5mm}
\includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/dynamic/hht/HHT-alpha-01-xi.jpg}
\includegraphics[width=6cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/dynamic/hht/HHT-alpha-01-period-shift.jpg}
\end{figure}
% HHT Integration $\alpha=-0.2$
% \begin{figure}
% \includegraphics[width=0.36\textwidth]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/dynamic/hht/HHT-alpha-02-xi.jpg}
% \includegraphics[width=0.36\textwidth]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/dynamic/hht/HHT-alpha-02-period-shift.jpg}
% \end{figure}


\end{frame}









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\frametitle{Seismic Input Verification, DRM}
% \begin{figure}
% % \includegraphics[scale=0.35]{Present06_figs/3DModel.eps}
%  \includegraphics[width=3cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/3DModel.eps}
% \end{figure}

\begin{figure}
\hspace*{-5mm}
 \includegraphics[width=4cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/90m_Northridge_EW.eps}
 \includegraphics[width=4cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/90m_Northridge_NS.eps}
 \includegraphics[width=4cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/90m_Northridge_UD.eps}
\end{figure}


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% local % local  

   
% online 
% online 
% online 
\begin{center}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/ESSI_VisIt_movies_Jose_19May2015/movie_ff_3d.mp4}
  {\includegraphics[width=50mm]{movie_ff_3d_mp4_icon.jpeg}}
%
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_Earthquake_Soil_Structure_Interaction_General_Aspects/ESSI_VisIt_movies_Jose_19May2015/movie_ff_1d.mp4}
  {\includegraphics[width=50mm]{movie_ff_1d_mp4_icon.jpeg}}
\end{center}
% online 
% online 
% online  



\end{frame}





%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Verification: ANDES Shell}

 \begin{center}
% \includegraphics[width=0.6\textwidth]{./_Jose_Files/fig1_static_tests.pdf}
\hspace*{-10mm}
 \includegraphics[width=6cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/fig1_static_tests.pdf}
% \includegraphics[width=0.6\textwidth]{./_Jose_Files/fig2_static_tests.pdf}
 \includegraphics[width=6cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/fig2_static_tests.pdf}
\hspace*{-10mm}
\end{center}

\begin{flushleft}
    \begin{tabular}{|l|l|}
    \hline
 $N_{\texttt{subd}}$   &      $u_z$ \\ \hline
     2 &  96.2118 \\
     7 & 100.096 \\
   101 & 100.002 \\
       &            \\ \hline
    \end{tabular}
\end{flushleft}


\vspace*{-30mm}

 \begin{flushright}
% \includegraphics[width=0.9\textwidth]{./_Jose_Files/Test_shell_andes_1_free_vibration_EigenMode1.png}
%\hspace*{-10mm}
 \includegraphics[width=6cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/Test_shell_andes_1_free_vibration_EigenMode1.png}
 \\
\vspace*{-8mm}
 \includegraphics[width=6cm]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present06_figs/Test_shell_andes_2_free_vibration_EigenMode1.png}
\hspace*{-10mm}
\end{flushright}

\end{frame}



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%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

\begin{frame}
 \frametitle{Verification: Irregular Solids and Poisson's Ratio}


% \begin{itemize}
%  \item Irregular Mesh
%  \item Mesh Refinement
% \end{itemize}

 \begin{figure}
%  \hspace*{-25mm}
%  \includegraphics[width=5.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/beam_8brick.pdf}
% % \hspace*{-25mm}
% % \includegraphics[width=5.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/beam_8brick_more_2.pdf}
 \hspace*{-25mm}
 \includegraphics[width=7.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/beam_brick27_shape1_vertical.pdf}
 \hspace*{-35mm}
 \includegraphics[width=7.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/beam_brick27_shape2_vertical.pdf}
 \hspace*{-35mm}
 \includegraphics[width=7.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/beam_brick27_shape3_vertical.pdf}
 \hspace*{-25mm}
 \end{figure}


 \vspace*{-6mm}

\begin{figure}
\includegraphics[width=0.66\textwidth]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/irregular_shape.png}
\end{figure}

% \begin{itemize}
%  \item Verification Results of High Poisson's ratios
% \end{itemize}

 \vspace*{-5mm}

\begin{figure}
\hspace*{-9mm}
\includegraphics[width=5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/error27brick_beam_different_poisson_ratio_disp_div100.jpeg}
\hspace*{3mm}
\includegraphics[width=5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/high_poisson.png}
\end{figure}


\end{frame}


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Verification of Solid Shell/Plate}


\begin{figure}
\hspace*{-9mm}
\includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/circular_plate1.pdf}
\hspace*{-5mm}
\includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/circular_plate3.pdf}
\hspace*{-5mm}
\includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/circular_plate4.pdf}
\hspace*{-5mm}
\includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/circular_plate6.pdf}
\hspace*{-9mm}
\end{figure}

\vspace*{-2mm}

\begin{itemize}
 \item Simply supported and clamped ends
 \item Timoshenko's analytic solutions 
\end{itemize}



\vspace*{-3mm}

\begin{figure}
\hspace*{-2mm}
\includegraphics[width=4cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/plate_error_plot.jpeg}
\hspace*{3mm}
\includegraphics[width=4cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/beam/plate_error_plot_clamped.jpeg}
\end{figure}


\end{frame}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Verification of Boussinesq Problem}


\begin{figure}
\hspace*{-9mm}
\includegraphics[width=5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/boussinesq/point_load_on_half_space.png}
\hspace*{3mm}
\includegraphics[width=2.5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/boussinesq/model3Dview.JPG}
\end{figure}


\vspace*{-3mm}


\begin{figure}
\hspace*{-9mm}
\includegraphics[width=5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/boussinesq/Boussinesq-8NodeBrick.jpeg}
\hspace*{5mm}
\includegraphics[width=5cm]{/home/jeremic/tex/works/Thesis/YuanFeng/Files_18Aug2017/V_V_slides_SMiRT/Figure-files/boussinesq/Boussinesq-27NodeBrick.jpeg}
\end{figure}


\end{frame}




 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Wave Propagation, Mesh Size Effects}
\begin{center}
\begin{figure}
 \includegraphics[scale=0.40]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present03_img/Vs1000_8Hz_10m.eps}
\end{figure}
{\small (Case 1, Vs = 1000 m/s, Cutoff Fq. = 8 Hz, E. Size = 10 m)}
\end{center}
\end{frame}


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Wave Propagation, Mesh Size Effects}
\begin{center}
\begin{figure}
 \includegraphics[scale=0.40]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present03_img/Vs1000_8Hz_20m.eps}
\end{figure}
{\small (Case 1, Vs = 1000 m/s, Cutoff Fq. = 8 Hz, E. Size = 20 m)}
\end{center}
\end{frame}

%   
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Mesh Size Effects Analysis Results}
% \begin{center}
% \begin{figure}
%  \includegraphics[scale=0.40]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present03_img/Vs1000_15Hz_10m.eps}
% \end{figure}
% {\small (Case 1, Vs = 1000 m/s, Cutoff Fq. = 15 Hz, E. Size = 10 m)}
% \end{center}
% \end{frame}
% 
% 
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Mesh Size Effects Analysis Results}
% \begin{center}
% \begin{figure}
%  \includegraphics[scale=0.40]{/home/jeremic/tex/works/Conferences/2013/NRC_Short_Course_May2013/Present/Present03_img/Vs1000_15Hz_20m.eps}
% \end{figure}
% {\small (Case 1, Vs = 1000 m/s, Cutoff Fq. = 15 Hz, E. Size = 20 m)}
% \end{center}
% \end{frame}
% 
% 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%







%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

\section{Summary}




%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\subsection*{Summary}


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
  \frametitle{Summary}

    \begin{itemize}
       
      \item  V\&V most important for providing confidence in results

      \item Numerical modeling program(s) should not be used without extensive/full V\&V

      \item V\&V of models is also essential


      \item  Real  ESSI  Simulator has an extensive Verification database, and a
      significant Validation database that is being enhanced through our DOE
      project experiments

% 
%       \item    Education  is  the  key  to successful use of realistic nonlinear
%       Earthquake Soil Structure Interaction modeling and simulation
% 
%     \item     Development     of    the    Real    ESSI    Simulator    system
%     \href{http://real-essi.info}{http://real-essi.info}

%     \item Importance of using proper models correctly (verification, validation, level of sophistication)
% 

  \item    Funding/support   from  and  collaboration  with  the US-DOE, US-NRC,
  CNSC-CCSN, US-NSF, UN-IAEA, and Shimizu Corp. is greatly appreciated,



    \item    More  on  Verification  and  Validation at the: Nonlinear/Inelastic
    Earthquake  Soil Structure Interaction (ESSI) short course, this fall
    in  San  Francisco,  more info at
    \href{http://real-essi.info}{http://real-essi.info}



      

\end{itemize}



\end{frame}
%






\end{document}

%
%







%  LOTUNG


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Validation: Lotung, LSST07, Setup}

 \vspace*{-5mm}
\begin{figure}[!h]
\begin{center}
\includegraphics[width=5.5cm]{/home/jeremic/tex/works/Conferences/2014/US-NRC-Project_Review_Feb2014/LSST07/LSST.jpg}
\includegraphics[width=5.5cm]{/home/jeremic/tex/works/Conferences/2014/US-NRC-Project_Review_Feb2014/LSST07/LSSTdh.jpg}
\end{center}
\end{figure}

\end{frame}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Validation: Lotung, LSST07, Motions}

% \vspace*{-5mm}
\begin{figure}[!h]
\begin{center}
\includegraphics[width=8.5cm]{/home/jeremic/tex/works/Conferences/2014/US-NRC-Project_Review_Feb2014/Lotung_data/Lotung_LSST07_FA35.jpg}
\end{center}
\end{figure}

\end{frame}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Validation: Lotung, LSST07, $G/G_{max}$ and Damping}

 \vspace*{5mm}
\begin{itemize}
 \item Nonlinear, 3D elastic-plastic, Pisan{\`o} material model for Lotung (validation)

 \item 1D wave propagation, only LSST07 is close to 1D!
 \item No volume change data (a serious issue!)
\end{itemize}

 \vspace*{-5mm}
\begin{figure}[!h]
\begin{center}
\includegraphics[width=5.5cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/LLSST07_GGmax_Curves.pdf}
\includegraphics[width=5.5cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/LLSST07_Damping_Curves.pdf}
%  \caption{G/Gmax and Damping Curves}\label{GD}
\end{center}
\end{figure}

\end{frame}


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Validation: Lotung, LSST07, Downhole Motions (1D!)}



\begin{figure}[!h]
 \centering
\includegraphics[width=4.1cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/LLSST07_Time_History_of_Surface.pdf}
\includegraphics[width=4.1cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/LLSST07_Time_History_of_6m_depth.pdf}
\\
\includegraphics[width=4.1cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/LLSST07_Time_History_of_11m_depth.pdf}
\includegraphics[width=4.1cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/LLSST07_Time_History_of_17m_depth.pdf}
% \caption{Time history comparison at  different depths}\label{Time_History}
\end{figure}

\end{frame}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Validation: Lotung, LSST07, Fourier Spectra}


\begin{figure}[!h]
 \centering
\includegraphics[width=4.1cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/LLSST07_Fourier_Spectrum_of_Surface.pdf}
\includegraphics[width=4.1cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/LLSST07_Fourier_Spectrum_of_6m_depth.pdf}
\\
\includegraphics[width=4.1cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/LLSST07_Fourier_Spectrum_of_11m_depth.pdf}
\includegraphics[width=4.1cm]{/home/jeremic/tex/works/lecture_notes_SOKOCALO/Figure-files/_Chapter_Verification_and_Validation_for_Seismic_Wave_Propagation_Problems/LLSST07_Fourier_Spectrum_of_17m_depth.pdf}
% \caption{Fourier spectrum comparison at  different depths}\label{Fourier_Spectrum}
\end{figure}


\end{frame}













